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98-578 CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK July 20 ' 99 Date 19 This is to certify that work requested to be done as shown by Permit No. 98578 • has been completed. SINGLE FAMILY DWELLING This structure may-be occupied as a. 3380 STATE ROUTE 9L Location HAVES, 'ALIGE. Owner TAX MAP NO 1 . -1-3.4 By Order Town Board TOWN OF QUEENSB RYA .�R Director of Bldg. do Code Enforcement, 1 if 1 ." ,------%-r ' ,, ._ 7 , . _I ‘f*"- , , , ,-- ---- ,,,, / , ..!.., " • , :'- , ,.. -1 , i '11, ' - 1:"----",---, ' •........_,....----:•-!• .: ,'''-.•) .. , . ' , ; • h , , , • ,. ... 11,‘ " ' ' ',, • • ' BLDG.,'PERMIT NO. 98-578 4 "Ac ' - - ' - • .t _ - . • ;. APPLICATION FOR A TEMPORARr:CEETIFICATE OF OCCUPANCY .- 1.f .. . . . , . . . .,, . , . A TEMPORARY-CERTIICATE OF OCCUPANCY is hereby requested for the property , ! 'located at; 3380 State Route 9L H: " (Alice Hayes) ' for the following uses: Single Family ,Dwell'ilw , - -• , . - ---...„..„ ,. „ , , =, _ , . ,. ,• f,) , • . , . _ . ,_. .. • , . . ' - 5/11/99 _____j_: ' '' -},-' ' DATE SIGNATURE OF APPLICAls\T * ' I . . , . . . ,';'(.- • •, „/ V ._-_,---• V. , } _ , , •--, TEMPORARY CERTIFICATE OF OCCUPANCY ' ' / . / - The rfE M P 0 R A R Y CERTIFICATE OF OCCUPANCY is hereby ; vAPPRoVED , ( )DISAF_PROVED , / with the following conditions: Certificate o Vbccupancy to be issued upon completion of: Roof @ N. End, Exterior Finish, Install - step & Rial @ Front Door, Compl-ete Final, grade, Complete all site ipla.n-tequirements, ok to issue 60 day with abbve conditions . . . ,, , `1, ; -, V . . • .. . . 7' • , ‘._,..- ... , I - , . . . . TEMPORARY CERTIFICATE OF OCCUPANCY(F-E-E:-0$10.00 DE S : (,) 0 , M 11, 1999 - - - received on May /) 1 ' , c Date of Issuance Director of Bldg. & Code Ehforcement •-.,.. _. THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 160 DAYS FROM THE DATE OF ISSUANCE. , , NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. . ' _... , •: BUILDING PERMIT VALUE $ 100d�,0.,,WN OF . QUEENSBURY No. 98578 TAX MAP NO. 1 .—1-14 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to HAYES, ALICE OWNER of property located at STATE ROUTE 9L Street,Road or Ave. in the Town of Queensbury,To Construct or place a SINGLE FAMILY DWELLING at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. t. OWNER y rmBERWICK DR. CC L I FTON PARK, NY. 12065 2. CONTRACTOR or BUILDERS Name HAYES, ROBERT. 3. CONTRACTOR or BUILDERS Address 4. 'ARCHITECTS Name NEW YORK BOARD 6. ARCIMT!OssBOARD OF FIRE UNDERWRITERS 6. TYPE of Construction—(Please indicate by X) SINGLE FAMILY. DWELLING 1 )Wood Frame 1 1 Masonry ( 1 Steel 1 I 7. PLANS and Specifications 6430 SQ FT. SINGLE:FAMILY DWELLING WITH 3—CAR ATTACHED GARAGE= AS='IoPER PLOT PLAN. SPECIFICATIONS' . 8.'Proposed Use SINGLE FAMILY DWELLING 762 September .22 2000 $ PERMIT FEE PAID—THIS PERMIT EXPIRES 19.. (If a longer period is required an application for an extension must be made to.the Building and Zoning inspector of the town of Queensbury before the expiration date.) 22 September 1998 Dated at the Town of Queensbury this Day of - • .19 SIGNED BY O for the Town of Queensbury Building and Zoning Inspector �: : , L(uilaing Permit Application Town Of Qleellsbui y - Dept. rf Community Development, 742 Bay Road, Queensbury, NY 12804 1761-8256J ( '° BUILDING & . CODE ENFORCEMENT NOTICE Requirements prior to issuance A permit must be obtained before of this permit: PERMIT FILE NO. N, beginning construction. No inspections PERMIT FEE PAID - Tg-Sy I will be made until applicant has received n Zoning Board Action a VALID BUILDING PBRMIT. All Area /Use RECREATION FEE PAID$ applicants' spaces on this application MUST be completed and.the signature • n Planning Board Action REVIEWED BJ• of the applicant must appear on the SPR / Subdivision /Other Building Inspector tipplicalion form. rn,oar,,. Recreation Fee Payment . Applicant: 9F- �� \cil Owner: Address: a TON 4 s Address: ./i'4 • Phone # ( ).j 3 - e-(P S j one # ( ) - Properly I.ocnlion: R.— q 1_ .. .. ' t ;Iulttllvinhiti Nnnit?I 'I'nx Mnit Nnntli r a.—..--./.�_.r,m �__.— .. .. Hooka Illluik 1411 NATURE OF PROPOSED WORK: ESTIMATED MARKET VALUE OF THE New Building: CONSTRUCTION y $ IiO C - residence / commercial Addition to Building: i . residence / commercial OCCUPANCY INFORMATION: Alteration to Building: Primary Building - _,•T-- -- - _--w-, residence / commercial ')4 Single Family Dw;ellirig~;`,; ,; i_: `• ' Residence / Commercial Two Family Dwell`'ing • - "' L.-4 It no change to exterior size . Family Dwelling Office SEE 15 1999, Other Work (describe below) Mercantile Manufacturing TOWN Or s1t�s L�":� vY Other �tylnl;a :�,,�llF�'x_-'r GROSS AREA OF PROPOSED STRUCTURE: 3 ) 1st Floor O ,sq. f �lZ) If ADDITION, what will use • 2nd .Floor of new addition be? : 33PbCD sq. ft. Other Floors ?,0.2 Q sq. f t. • (not unfinished cellar or bas mentTe ACCESSORY BUILDINGS: (yap �' Detached Garage 1, 2 car ,^ TOTAL FLOOR AREA: - I. S . /C• Attached- Garage 1, 2 car(3 Ca) Private Storage Building SIZE OF NEW STRUCTURE: •`• AI, Commercial Storage Building Other 12-G FEET X $2- FEET Foundation Type: -fr_./Y,Locx Will any second-hand or ungraded Number of Stories : 7_—__ lumber be used? If .so, for what? • (habitable space only) ' Height (grade to ridge) : 10..5 feet TYPE OF HEATING SYSTEM: Number of fireplaces and/or woodstove (circle all which li s) to be installed: _ I • Etectri r•_/ Oil / Gas //food Forced Hot Al. ) / Baseboard / Other Person responsible for su ervision of work as regards to building _ codes i s :. -- 7� _ ��� ------ Name Addresss _ f Phone • Builder: Ol -,2— P lumber: 2—I 0 cesv-CAR.J iAE p.0:vAL 2571,— IZ "i . Mason: • Electrician: DECLARATION: Please sign below after you have carefully read the statement. To the best of my knowledge the statements contained in this application, together with the plans . and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning Ordinance'and all other laws 'pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that 1/we shall submit prior to a Certificate of Occupancy'or Certificate of Compliance being issued, an AS BUILT PLOT PLAN by a licensed surveyor r_ to sca , iowin ctual location of project on premises. Signature: ► (4 , o er's agent; architect, contractor) Application for SEPTIC DISPOSAL PERMIT • Town of Queensbury , Dept. of Community Development Permit No., Building &Codes Office 742 Bay Road Fee Paid $ Queensbury, NY 12804 Location of property for installation: Property Owner's Name: ?. 14,Ae—C, A, ( Property Owner's Mailing Address: ?-o. 4 rS C (, Q t ` . Installer's Name: tt• • OU Z) %14.C. Phone # eeE7 Number of bedrooms (if residential): .4 Total daily flow: tc'S (residential - compute @ 150 gal./bdrm.) Topography: flat, )( rolling, steep slope % of slope Soil Nature: > sand, X loam, clay, other /depth: Ground water: at what depth? >1p feet / Bedrock or Impervious Material: at what depth?>1 feet Percolation test: not required, . required [rate Lip min: per inch ] Domestic water supply: municipal, )( well, other If domestic water supply is a WELL, water supply from any septic absorption is \I A. feet. PROPOSED SYSTEM Septic tank: )500 gallon (minimum size: 1,000 gal.) Tile field: each trench C4=e) feet / Total system length: aDO feet Seepage pit(s): number of / size each: ft. by ft. Size of stone to be.used: # / depth or thickness feet HOLDING TANK SYSTEM: (if required) Number of tanks: Size of each: gallons Alarm system and associated electrical work to be inspected by a certified agency. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this appli 'on and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Signature of responsible person: Date: e) • .-400116b ENERGY CODE COMPLIANCE APPLICATION WV' TOWN OF QUEENSBURY, WARREN COUNTY - _ 9000 HEATING DEGREE. DAYS Comoliance Methods : PART 5 - Acceptable Practice Method - 1&2 Family Dwellings (only) • PART 6* - Thermal Rating - Component Trade Offs 1&2 Family Dwellings; Multi-Family Dwellings ,(3 stories or less) PART 4* -- Design by Component Performance Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT' S NAME: PROPERTY LOCATION: • PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1 . Gross Floor Area - c1211 scuare feet 2 . Type of Heat - Electric Oil )( Gas Other 3 . Is building mechanically cooled? ?( Yes - No 4 . Percentage of area of windows and doors X Over 17% Under 17% 5 . R.-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS • SHOWN ON PLANS SUBMITTED: a . Roof• ,R b . Exterior walls • R c . Glazed areas R , • d . Exterior doors. R ;7.ske e . Floors over unheated spaces R tE5 f . Edge of slab on grade (heated building) R g. Basement/cellar walls (above grade) R 141 h . Basement/cellar walls (below grade) R' %1 i . Heating/cooling-ducts-piping in unheated space R .6 . Service (domestic) hot water heating deyice Conforms to minimum efficiency per code $ Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140° — WILL NOT BE EXCEEDED Ap-o' _oant ' S _ a Mate/qs Phone Number )O - INSP ...72OR' S REMARKS : TOWN OF ,QUEENSRURY 742 Bay Rd., Queensbury, NY 12804 • . APPLICATION FOR SOLID FUEL BURNING APPLIANCES AND CHIMNEYS Date '9 1 ,19 Permit No;99 — 7e,.? __. APPLICATION IS HEREBY MADE to the Building Dept. for the issuance of a Building and Use Permit, I .4 pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with ,' , all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow. allnspectors to enter premises`to perform required inspections. Pleaserfill out additional form if more than one appliance and%or chimney. ' 7 Applicant APPLIANCE (check appropriate boxes) Address, t`, 0. t 1 ..4 s, - In STOVE:❑Wood . ❑ Coal o Pellet ❑ Gas 0 FIREPLACE INSERT " • O ° 6.1,5 Zip 12604 0 FIREPLACE, FACTORY-BUILT: i i ❑ Wood ❑ Gas Phone' 39 -- :. 1415- 4655 ' p FIREPLACE, MASONRY: ' ' Wood ❑ Gas " Owner 7...c v1 mes 0 FURNACE: , ❑ Wood ❑ Gas ❑ Oil Address 'P.O.' �, 4 �k 5 IF NON-MASONRY APPLIANCE: " Manufacturer: C-0t- _ 11 -4' 0.4 Zip I2rn Model: , Phone '. ' ., ` CHIMNEY (check appropriate boxes) - " *EXACT ADDRESS of proposed construction ' '' 2)3X0' 9.\-ke ci t, $1 MASONRY: Block ❑' Brick yl Stone FLUE: �t Tile o Steel Size: 17,t 1I_ inches • CONSTRUCTION / INSTALLATION MUST 0 FACTORY-BUILT: CONFORM TO NYS FIRE PREVENTION & Manufacturer: Model: BUILDING CODE. CONSULT AVAILABLE Listed By: Number: TOWN OF QUEENSBURY HANDOUTS - 0 Double Wall 0 Triple Wall REGARDING REQUIRED INSPECTIONS. ❑ Insulated ': ' 0 Direct Venting 0 Chimney Liner Cashier's Department Town of,Queensbury, New,York , Dept: Fire Marshal Amount Collected Amount Refunded Code Number r. Title ( A 173 3389 (190) Public Safety ' . A 233 2655 ,(230) Minor Sales - ' �. Fee Collected From or Refunded to:. " (:::SC-)OeN'k -- .. t ''''~—Address:_______..,-------- -,j t p, Dated: — i - '(--) `e, Town Clerk or Deputy: 1\ _t.Jnt, , White: Applicant ' Green:: Fire Marshal Yellow: Bldg. Dept. Pink & Goldenrod: Cashier's Dept. TOWN OF QUEI1:NSBURY _, ➢UILDING & CODE ENFORCEMENT 742 BAY, ROAD t QUEENSBURY NY 12804 2 r (518) 761-8,2(5�6 ARRIVE: jo O DEPART: Id'� " INSP: FINAL INSPECTION REPORT - RESIDENTIAL DATE INSP CTION REQUEST RECEIVED: 7 " /61J" C- I NAME LOCATION 33 R D DATE 7 ��__© "ei Q PERMIT II (�k. TYPE OF STRUCTURE J FOOTINGS FOUNDATION BACKFILL FRAMING ROUGH PLUMBING _ SEPTIC _ INSULATION FINAL ELECTRICAL WOODSTOVE OR FIREPLACE N/A YES NO CHIMNEY HEIGHT/B VENT/HEIGHT PLUMBING VENT `l ROOFING \ EXTERIOR FINISH DECK/PORCH/STEPS/RAIL 'CS RELIEF VALVES FURNACE/HOT WATER OERATING INTERIOR TRIM/PRIV CY DOORS FINISH FLOORS: BATH/KITCHEN WA ERTIGHT OTHER FLOORS 'S EEPABLE OTHER FLOORS CARPETED STAIR CLEARANCE/RAILINGS SMOKE DETECTORS BATHROOM FANS PLUMBING FIXTURES FOUNDATION INSULATION GARAGE FIRE PROOFING DOOR CLOSERS FINAL ELECTRICAL ��j SITE PLAN/VARIANCE REO. "h FINAL SURVEY PLOT PLAN OK TO ISSUE C/O OR C/C ) 9 L(:)\ ' / 0 -JO (a) it ,;L RESIDENTIAL FINAL INSPECTION REPORT Office No. (518)761-8256 Date inspection request received: Building& Code Enforcement Dept. of Community Development Arrive am/pm Depar0 y�� Town of Queensbury Inspector's Initials 742 Bay Road Queensbu ,New York 12804 Q, Q NAME \\ C C PERMIT# 1 V 'S 7 LOCATION 70 ���l�l�-gi n s ...1S6.7_ ( DATE `7 - j- - 1 1 TYPE OF STRUCTURE -� c- N/A YES NO COMMENTS Chimney Height"B"Vent/Direct Vent Location . ( I PlFreshumbAir VentIntake through roof J/Roof Complete /7 iiExterior Finish Complete Interior/Exterior Railings 30"to 3 • Exterior Handrails,balconies,1 . g 8 in. or more Interior Handrails stairs both si s 3 o more risers ((Grade 2%away from foundatio \J 8"clearance to sill pla / /1/ ' Gas Valve shut-off expose r gulator 18"above grade Gas=Furnace shut-off within 0 feet or within line of site Oil Furnace shut-off at en a . ce to furnace area Furnace/Hot Water Heater ere- ating _ . Relief Valve(s)installed fz -oicyt)� c 1� Headroom,6 ft. 6 in.on s =� Basement stairs,6 ft.4 in. . Handrail exterior stairs bo i sides more than 3 risers Interior privacy/trim/doo►s main entrance 36" Floor Finish Bathroom/Kitchen wat; .ght Interior Handrails Balconies/Landing 18 in.or more Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/a hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor al Electrical ` \IF Smite Plan/Variance required �/ Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif. of Compliance) ,��qq JJ Cx= , irk PL,4:i Okay to issue temp. C/O(Certif. of Occupancy) 61,L -ice L45 J 6- Okay to issue permanent C/O(Certif. of Occupancy)P ,) APPrvWC— ,:- - , , . , 3 =c/2) RESIDENTIAL FINAL INSPECTION REPORT Office No. (518)761-8256 Date inspection request received: Building& Code Enforcement Dept. of Community Development Arrive am/pm Departs'.r am/ Town of Queensbury Inspector's Initials 4 742 Bay Road Queensbury,New York 12804i-, NAME - - OPriff.:4( PERMIT# qS 6 7e LOCATION ! r-- L 1 DATE ,15 J///q6) TYPE OF STRUCTURIA N/A YES NO COMMENTS Chimney Height/"B"Vent/D,i\\rect Vent Location v� Fresh Air Intake Plumb Vent through roof \ Roof Complete - \ ✓ CautiPG i pow c- . C-A).� Exterior Finish Complete \ //� - ti 6xT- F./4),Interior/Exterior Railings 30"to 3 '' ✓ Exterior Handrails,balconies,landing 18 in. or more f / I,,�,76}� j-T&p ` ue. F2u r b/2 Rit 1 , , Interior Handrails stairs both sides 3 Qr more risers / Grade 2%away from foundation \ / Co�`P��Z 1 A *` 6 gA i _ 8"clearance to sill plate Gas Valve shut-off exposed/regulator I 'above gra /j Gas Furnace shut-off within 30 feet or within line of .te / / Oil Furnace shut-off at entrance to furnace\area Furnace/Hot Water Heater operating \ ✓/ Relief Valve(s)installed v// Headroom,6 ft.6 in.on stairs Li/ Basement stairs,6 ft.4 in. \ I v/ Handrail exterior stairs both sides more than 3 ri ell V V Interior privacy/trim/doors/main entrance 36"FinishFloor ( �// Bathroom/Kitchen watertight N V Interior Handrails Balconies/Landing 18 in. or morf\\ / Railing across window in stairwells _ Smoke Detectors: \ //t1 ! . 7 6''' every level \ J every bedroom ✓/ outside every bedroom \ ✓/inter connected \ p !.���., ,d J _� - �u,�/� I Bathroom fans f \ r r Plumbing fixtures \ �/,- Foundation insulation C \ ✓/ CODv&PC-i C� ,4— ✓'J i fz-- 6-4-4) 3/4 hour fire door/door closer € 1. \( R�4v lR {�,,6,4JTS Garage fireproofing �, v/ Garage penetrations sealed i / �••// Furnace in separate room protected(in garage) �/ Light ventilation per room Safety glazing 18"or less from floor Final Electrical v ; Site Plan/Variance required Final Survey Plot Plan 1 6t (i-6? As uilt Septic System layout required y to issue C/C(Certif. of Compliance) Okay to issue temp. C/O(Certif. of Occupancy) CV Ib A 51-04- 'DIY u.,/ i4 Okay to issue permanent C/O(Certif. of Occupancy) Co,-up./r7o i S 5 RESIDENTIAL FINAL INSPECTION REPORT — Office No.(518)761-8256 Datespecon inspection request received: ) °/111 qb Building& Code Enforcement Dept of Community Development Arrive am/pm Depart ,l pm Town of Queensbury • Inspector's Initials 742 Bay Road � Queensbury,New York 12804 qS �'j -7\✓ `Plc)\--("). (-5\--)----.(--e--. PERMIT# ~5 l D�` 11\ NAME � O LOCATION Z t-> R®1�\ P_ v 9. DATE 5- 4 9 TYPE OF STRUCTURE N/A YES NO COMMENTS Chimney HeightP'B"Vent/Direct Vent Location C__4: , (�`1'Cs 1e7c ( • - J Fresh Air Intake lir Plumb Vent through roof /Roof Complete `� o- x7 — l Exterior Finish Complete 111 i0 t `t Interior/Exterior Railings 30"to.6" Exterior Handrails,balconies, ding 18 ' or more Interior Handr: stairs both :ides 3 or mo e risers 11 Grade 2%away fro • foun.. 'on v (�-T&7- �A,Az— C izti- 8"clearance to sill plate _ r/ Gas Valve shut-off expo •. regulator 18"above grade Gas Furnace shut-off wi . 30 feet or within line of site Oil Furnace shut-off at, trance to furnace area Furnace/Hot Water H- ;ter operating Relief Valve(s)instal ed /7/ Headroom,6 ft. 6 in on stairs Basement stairs,6 t.4 in. V ��Q Handrail exterior • .irs both sides more than 3 risers lk�(/{.— -(� r) ` Interior privacy/ doors/main entrance 36" Floor Finish/ .// Bathroom/Kitchen watertight �/ Interior Handrails Balconies/Landing 18 in. or more Railing across window in stairwells Smoke Detectors: f FRP°L)D—every levelevery bedroomoutside every bedroominter connectedBathroom fansPlumbing fixtures Foundation insulation 1(%hour fire door/door closer ` 64'� 4l.�e_o&5 Garage fireproofing I Garage penetrations sealed ✓ I-Jiel'L— PEA)&-rtti2A-1-} o r, s - - Furnace inseparate room protected(in garage) i / Light ventilation per room Safety glazing 18"or l ess tom floor Final Electrical 5r5cm v.k..0 1 A- I / Site PlanNariance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif.of Compliance) Okay to issue temp. CIO(Certif. of Occupancy) . Okay to issue permanent C/O(Certif. of Occupancy) Vucr:NsaURY NY 12804 ' (I (518) 761-8256 ARRIVE: DEPART: INSP: _ 4 1 GENERAL INSPE FINAL INSPECTION REPORT - RESIDENTIAL DATE INSPECTI N REQUEST RECEIVED: Town of Queensbury NAME s L S Dept.of Community Development Date inspecNol LOCATION gr. `lc Building& Code enforcement DATE 1/1 f Tq PERMIT a gig"6 70 742 ay Road A ye`�1`Cyf TYPE OF STRUCTURE Queensbury,NY 12804 FOOTINGS FOUNDATION BACKFILL FRAMING ROUGH PLUMBING SEPTIC INSULATION NAME: , d i - D. FINAL ELECTRICAL WOODSTOVE OR FIREPLACE • LOCATION: YES NO TYPE OF STRUCTURE: CHIMNEY HEIGHT/B VENT HEIGHT RECHECK PLUMBING VENT ROOFING NIA YES Na EXTERIOR FINISH ..." Footings/Piers mom. 1+ DECK PORCH STEPS RAI NGS Monolithic Pour FormMINIM RELIEF VALVES Reinforcement in Place '� , FURNACE/HOT WATER OPERATING The contractor is re •- • for providing protectio' from •ing INTERIOR TRIM/P;'IVACY DOORS i for 48 hours folio '.g the pl. ment FINISH FLOORS of the concrete. BATH/KITC. N WATERTIGHT Materials for this p• .•se on si : S- Foundatio ally OTHER F,OORS SWEEPABLE Reinforcement -- OTHER LOORS CARPETED FOundattOnlDamppr$$fing 11111 -- STAIR LEARANCE/RAILINGS BaCkfih1 Approval -- plumbing Under Slab S�SOK DETECTORS Plumbing Vent/Vents in Place == BA }ROOM FANS Rough Plumbing r-i PL"UMBING FIXTURES , Heating Rough-In, airomi=� I FOUNDATION INSULATION Insulation - _ + Foundation Walls ,tenor R- �� 1 GARAGE FIRE PROOFING Foundation Walls Exterior R- NNE I 1 IIIIIIIII1 DOOR CLOSERS Floors -R Walls ci 1111111K111 FINAL ELECTRICAL Ceiling R- • -11M + TE PLAN/VARIANCE REQ. �a Duct work or piping in - III FINAL SURVEY PLOT PLAN unheated spaces R- -IIII1 OK TO ISSUE C/O OR C/C Proper Vent, Attic Vent NIIIIIII Framing -M • Jack Studs/Headers -- BracingfBridging M- Joist Hangers Jack Posts/Main Beam =- Air Infiltration Barrier _- Fire Separation 1,2, 3,hour Ell Penetration Sealed all , Fire Wall 2.3, 4 hour. -- 1 ! Firestopping , Mall Pfk4 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay_Road Queensbu NY ' 04 (51:) 761-8256 7,..v EPTIC DISPOS .L SYSTEM INS' CTION ,4e%5?/''' Name ,: &f 4-4, Location 33 8'6 Qk 1(X/94 �.[- 9?5 '7R'Date Permit # SOIL TYPE: Sand- oam-Clay- Results of Percol .tion Test- (if applicable) Rite-Minute Inch TYPE OF SYSTEM: ABSORPTION FIELD: otal Le gth Length of each tren h Depth of trenches Size of stone SEEPAGE PITS: Numbe Size - ft. x ft. Stone size PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to Field/Pit Openings Sealed? Yes No Partial LOCATION/SEPARATIO'-S: Foundation to Tan feet Foundation to Abs•rption feet Separation of Pi s _ feet Conforms as per Plot Plan Yes No LOCATION OF SYS M ON PROPERTY. (circle one) Front - Rear Left Side - Right Side Middle Front Middle Rear COMMENTS / ii oc, char, akvn sy,; '01 SYSTEM USE APPROVED: YES NO Arrived: 3' `fb Departed: 11 Building Inspector GENERAL INSPECTION REPORTfr-1Y\'f . Town of Queensbury Dept. of Community Development Date inspection request received: -72l3 U(q.q Building& Code Enforcement 742 ,:'.ay Road Queensbury,NY 12304 Arrive°a) and_Depart Inspector's Initi NAME: f 1l i C e PERMIT# —S t LOCATION: S 3 a 0 3 tT� 91- DATE : TYPE OF STRUCTURE: (T -A 6-E RECHECK N/A YES NO COMMENTS Footings/Piers I Monolithic Pour Form Reinforcement in Place The contractor is responsible fo providing protection from ing for 48 hours following the pi ment of the concrete. Materials for this purpose on si Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin _ Backfill Approval / Plumbing Under Slab / Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In if _ *insulation 6 F. A l & ,v. _ vrcfrou` ation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- I R Ceiling R- , Duct work or piping in unheated spaces R- . Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging _. Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour _ Firestopping GENERAL INSPECTION REPORT r Town of Queensbury Dept. of Community Development Date inspection request received: 3//uii9 4 Building& Code Enforcement 742 lay Road ' a Queensbury,NY 12804 Arrive`,v Wj a Depart '• w_APP— / spector's Initials , r , NAME: r�(�t PERMIT# -5/ R* LOCATION: 33 �D q',L DATE : 3 �,3 9 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection fro ing for 48 hours following a placement of the concrete. Materials for is purpo on site Foundation/W 1pour �I _ Reinforcement�i n Place 11 Foundation/Dampp oofimg // Backfill Approval Plumbing Under Slab Plumbing Vent/Vents id Place ✓,/ Rough Plumbing �' *;,\E.�-\---- ✓ Heating Rough-In / Insulation / Foundation Walls interior R- Foundation WallSExterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent ='' (Jack Stucy¢¢I�ers Bracing/Bridging Joist Hangers V, Jack Posts/Main Beam V Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury V 4)13 C)1)) Dept.of Community Development Date inspection request received: Building& Code Enforcement Bay Road Queensbury,NY 12804 Arrives epart Inspector's Initial NAME: ��, 1� PERMIT# g LOCATIO . ?; O c e I DATE : 3- 3_9 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I I Monolithic Pour Form Reinforcement in Place 1 1 The contractor is res#ionsible for - V providing protection'from freeing V for 48 hours following the place ent of the concrete.,J Materials for this p site Foundation/Wallpour Reinforcement in Place = Foundation/Dampprogfing V Backfill Approval I Plumbing Under Slab Ck3731)L--- Plumbing Vent/Vents in Place \� � Rough Plumbing Heating Rough-In V 01116 :00agi Foundation Walls Interior. R- - - Foundation Walls Exterior R- Floors R- Walls R- I9 V Ceiling R- Duct work or piping in unheated spaces R- Propermit6Vent, Attic Vent Framing � i�j `7747_a Jack Studs/Headers \n 1� Bracing/Bridging S\ fpt Joist Hangers . " r Jack Posts/Main Beam Air Infiltration Barrier - Fire Separation 1, 2, 3, hour V Penetration Sealed - • Fire Wall 2, 3,4 hour Firestopping 1 • t � GENERAL INSPECTION REPORT cs2 okeyd 9i Town of Queensbury Dept.of Community Development Date inspection request received: (-2/%-9 ' Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive �r Depart `;41_ Inspector's Initi NAME: CT F 3 Sc) S�t;Ld� erSIK PERMIT# LOCATION: -3a l L DATE : - • TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers 1 ( I Monolithic Pour Form Reinforcement in Place • The contractor is respo ible for providing pro on from freezi for 48 hours fol g the pla ent of the concrete. Materials for this purpose®n site Foundation/Walipour Reinforcement in Place— _ ` - -- Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P1 Rough Plumbing Heating Rough-In (fation oundation Walls Interior R- Foundation Walls Exterior R- \ ,� Floors R- Walls R- 1C‘ Ai‘,/Ceiling R- ,3� Duct work or piping in e. e_ev F`L-u elk unheated spaces R- a Proper Vent, Attic Vent � �-,� Framing eft :%i� � L.`i D t Jack Studs/Headers i Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Commu.'ity Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive\?°7C'a i (a Depart ° Inspector's Initial• NAME: \-- l E___6 PERMIT# • ♦ 7 g LOCATION: R DOTE-E- L DATE : TYPE OF STRUCTURE: ` n RECHECK N/A YES NO COMMENTS Footings/Piers I I Monolithic Pour Form \ Reinforcement in Place The contractor is respo ibl'e for providing protection fr m freezing for 48 hours fo lowing • e placement of the concrete. Materials for this p , ••se�on si - Foundation/Walipo Reinforcement in P1 I Foundation/Dampproo _ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents n Place Rough Plumbing Heating Rough-In Insulation 2.10 f F 1 Or )L`.1 Foundation Walls terior R- Foundation Wall Exterior R- Floors ( R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping 1 GENERAL INSPECTION REPORT .)11 3 0 Town of Queensbury Dept. of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive 10'44 am/pm Depart am/pm Inspector's Initials NAME: '\OV ki PERMIT# ! S O LOCATION: .3-3 ""2.� L DATE : TYPE OF STRUCTURE: SC RECHECK N/A YES NO COMMENTS Footings/Piers I I Monolithic Pour Form / ' �li�E, Tcr / rera ,,,� Reinforcement in Place The contractor is responsible for 1;dt i iA 474. r providing protection from freezing �� Ski � for 48 hours following the placemen Grc of the concrete. 'J ` Materials for this purpose on site Foundation!Wallpour, �:- -e R. Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterio R- Floors Walls - Ceiling - Duct work or piping in ) unheated spaces `R- Pro r Vent, Attic Vent naming / AI�r Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping a. IK)6?EaTTt GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive "k a_jm_ Depart ` Inspector's Initials _ NAME: �C PERMIT# 5 7 LOCATION: 33 i �� "ii `� ` DATE : a--a --c\ \ TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I Monolithic Pour Form Reinforcement in PIf•- The contractor i re ••nsible for providing pro •on om freezing for 48 hours foil•win: the placement of th •ncrete. Materials • this p - on site Foundation/Wa •.. Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab l Plumbing Vent/Ven in Place y. Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- ProVentAttic Vent *// Jack Studs/Headers a/ , N , Bracing/Bridging ✓, .��ii Lc, Joist Hangers \/, Jack Posts/Main Beam ;/ Air Infiltration Barrier Fire Separation 1,2; 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping 3 _ , j /O :OOr4a` GENERAL INSPECTION REPORT _ / Town of Queensb>>ry Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 ,c,ay Road ,%"J Queeusbury,NY 12804 Arrive j Zpm Depart ..`'-di� '" Inspector's Initial: 47.E Nam: PERMIT# 1 15—d7ff LOCATION: / DATE : /Z f' Al" TYPE OF STRUCTURE: 0 RECHECK N/A YES NO COMMENTS Footings/Piers I Monolithic Po r Form Reinforcement i lace / The contractor is sponsible for providing protection om freezin: for 48 hours following the ce ent of the concrete. Materials for this purpose on site _ Foundation/Wallpour • Reinforcement in Place Foundation/Dampproofmg , Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing eating Rough-In ell lation Foundation Walls Interior R- _ Foundation Walls Exterior R- Floors Floors R- Walls R- \G i AFT e c*--k VQOFF Gc) Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent , Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam _ Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Sc:ay Road �- Queensbury,NY 12804 Arrive kUt linkDepart e Inspector's Initials NAME: PERMIT# LOCATION: A �n���� l DATE : ^ - -lc) TYPE OF STRUCTURE: ,J FD Lot ? . Cal P C flRf(E RECHECK N/A YES NO COMMENTS Footings/Piers I Monolithic Pour Form Reinforcement in Place The contractor is re nsible for providing protection om freezin for 48 ho s folio ' g the place ant of the concre Materials for this p on si Foundation/Wallpour Reinforcement in Place Foundation/Dampproo g Backfill Approval Plumbing Under Slab Plumbing VentNents in Place • Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Pro1e r V nt, Attic Vent Framing��-�'�,�, 1 0 6 -z10� F' Jack Studs/Headers 1-Ot 01\11-- Bracing/Bridging/ t, " --fl Joist Hangers "fe.,‘59 1�f �Q ' YCLA)\--CO Jack Posts/Main Beam �� Air Infiltration Barrier UV\O i'3.5 Fire Separation 1, 2, 3, hour - Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive o am/Cm-) Depa E Inspector's Initials ior NAME: '• n1 i C° ' (1 PERMIT# " LOCATION: `5 , DATE : 9 1 TYPE OF STRUCTURE: RECHECK F hh� DON N/A YES NO COMMENTS Footings/Piers I I �(�U�E 1 c,�Monolithic Pour Form , 1AV_ _ ` 3i-I,3g 13( Reinforcement in Place RPD L TEM- 5 ,1,E P Eg- E rna The contractor is responsible for -r .D \tiJ�S providing protection fro for 48 hours following t - T Rv35 1-\ArGEV- CoNN3E01-10 G1 of the concrete. TV-01,6E6 ►JEED� 'moo Materials for this p/<II) �� 80lTED �jFoundation/WallpoReinforcement in PA0o Cou��TiFoundation/Dampp Q.o 5 �o�ME� � Backfill Approval ? -12- R 'E�_ T�E 11.)6 Plumbing Under Slab — Plumbing Vent/Vents in Place SAL- BR ICE To \��[-� Rough Plumbing ��� LAV.,E60E BED?eo M Heating Rough-In 13V� Insulation Foundation Walls Interior R- Foundation �� Walls Exterior R- C\W Floors R- \ I Walls R- 1 J��� Ceiling R- Duct � work or piping in unheated spaces R- Proper Ve , Attic Vent gaming CS 24 kl,e_. Jack Studs/Headers Bracin_ :riding Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed • Fire Wall 2, 3, 4 hour Firestopping FIRE MARSHAL TOWN OF QUEENSBURY `0 QUEENSBURY, NY 12804 (518) 761-8205 FIRE MARSHAL INSPECTION REPORT REQUEST 'E EIVED ` I Lj PERMIT 19157 NAME (AL • , - 1 LOCATION 3 3 g• -- oV ' ,e a SCHEDULE INSPECTION ON r AM PM I NYTIME APP"OVED N/A ES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES _ STORAGE: CLEARANCE TO SPRINKLE'S CLEARANCE TO HEATING NITS REQUIRED SIGNAGE CHIMNEY WOOD STOVE FIREPLACE-MASONRY P& f FIREPLACE-FACTORY BUI T REMARKS: (o� , OK TO THIS DATE Il INSPSLIP.PUB INSPECTOR FIRE MARSHAL TOWN OF QUEENSBURY caxt j'{° QUEENSBURY, NY 12804 (518) 761-8205 FIRE MARSHAL INSPECTION REPORT REQUEST R CEIVED PERMIT# CO—5,6 NAME H LOCATION ( i 'T �L I SCHEDULE INSPECTION\ON 3 . 02 AM M NYTIME APPROVED NIA YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING k FIRE EXTINGUISHERS FIRE ALARM SYSTEM 1 FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION t; INTERIOR FINISHES STORAGE: \ CLEARANCE TO SPRINKL RS ;. CLEARANCE TO HEATIN e UNITS \ /HIMNEY EQUIRED SIGNAGE \H\ 90OD STOVE /FIREPLACE-MASONRY FIREPLACE-FACTORY BUILT REMARKS: F-I/0 A-( OK TO THI DATE INSPSLIP.PUB INSPECTOR • RESIDENTIAL FINAL INSPECTION REPORT Office No. (518)761-8256 Date inspection request received: Building& Code Enforcement Dept. of Community Development Arrive am/pm Depart a Town of Queensbury Inspector's Initials 742 Bay Road Queensbury,New York 12804 • NAME c,( PERMIT# 8 LOCATION ')-4 C l -11( DATE Z TYPE OF-STRUCTURE N/A. YE NO COMMENTS Chimney Height/"B"Vent/Direct Vent Location ' tle PL - I J N A-L- - �l Fresh Air Intake - a Plumb Vent through roof • Roof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36" Exterior drails,balconies,landing 18 in. or more Interior Han ils stairs both sides 3 orrrnote risers Grade 2%'away m foundation / 8"clearance to sill p Gas Valve shut-off expo ve grade . Gas Furnace shut-off wi 0 feet or within line of site Oil Furnace shut-off at trance to furnace area Furnace/Hot Water Heater operating Relief Valves)installed Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entrance 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 18 in. or more Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer .7/ Garage fireproofmg Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor �o C.I 6 eAti'be 773 -2g'S j Final Electrical / Site PlanNariance required pON L-� Zh^�r✓ -606``'ei2--99314 Final Survey Plot Plan - As Built Septic System layout required Okay to issue C/C(Certif. of Compliance) . Okay to issue temp. C/O(Certif. of Occupancy) C—�c-c Okay to issue permanent C/O(Certif. of Occupancy) . - , b -.2,---,...146 GENERAL INSPECTION REPORT :---, -;,--0---. Town of Queensbury ,06 Dept.of Community Development Date inspection request received: io/ /43- %- Building do Code Enforcement • 742 Bay Road f Queensbury,NY 12804 Arrive am/pm Depart•VC-am/pm ;2"..,.. ,, Inspector's Initials NAME: ti PERMIT# / V LOCATION: U �-- DATE": TYPE OF STR .• RECHECK N/A YES NO COMMENTS Footings/Piers I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from fr ' g for 48 hours following th acem of the concrkte. Materials for ' n site Foundation/Wallpo Reinforcement in ace ' Foundation/Da roofing B kfill Appro al / ' ,pp robing Under Slab �hs't— ��o IA) f� C Plumbing Vent/Vents in Place Rough Plumbing eating Ro -In ' Insulation f A44\.tv L- Foundation Walls Interior R- it, l/ Co — 04 r 2 6 A R. . l ei,, n0, (9,.,A{•.L Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing • Jack Studs/Headers Bracing/Bridging • Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour • Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping .P GENERAL INSPECTION REPORT Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 '.ay Road Queensbury,NY 12804 Arrive anilpm Depart/ -`va p Inspector's Initials NAME: "It leS M Jv �[ ? LOCATION: Kr W.- DATE : //®'J TYPE OF STRUCTURE: RECHECK : . \e„........ N/A YES NO COMMENTS Footings/Pier I I IMonolithic P ' ''�Reinforcemen The contractor is responsib : or providing protection fr.. freezing for 48 hours folio , g the placement of the concret- Materials for . s purpose on site_ Foundatio "I allpour Reinfo -ment in Place youndation/Dampproofing . Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing. - Heating Rough-In Insulation Foundation Walls Interior R- _ Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- . . - _ Duct work or piping in • _ . . unheated spaces R- . Proper Vent; Attic Vent . Framing . . J Jack Studs/Headers • Bracing/Bridging Joist Hangers Jack Posts/Main Beam . . Air Infiltration Barrier Fire Separation 1, 2, 3, hour . Penetration Sealed - Fire Wall 2, 3, 4 hour . -Firestopping va ��� _ GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road _ 2� Queensbury,NY 12804 Arrive am/pm Depart 6 Inspector's Initials NAME: PERMIT# _S 7 p LOCATION: �� o DATE ; - 4-q TYPE OF STRUCTURE: I t�' RECHE N/A YES O COMMENTS Footinge ' fORCA4 /(;)C--Ve Monolithic o r Form Reinforcement 'n Place The contracto responsible for providing protection m freezing for 48 hours followin ement of the con . Materi r this purpose on site Fo tion/Wallpour Reinforcement in Place 7thtion/Dampproofing 7fill Approval ✓�©1 hpoli Plumbing Under Slab Plumbing Vent/Vents in Place _ Rough Plumbing bating Rough-In //Insulation 4.4-C', A), C.vo d _ 4 R-i' c- Fouddation Walls Interior R- �� t✓ Foundation Walls Exterior R- Floors R- Walls R- _ Ceiling R- _ Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing _ Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam _ Air Infiltration Barrier Fire Separation 1, 2, 3, hour _ Penetration Sealed _ Fire Wall 2, 3, 4 hour _ _ Firestopping GENERAL INSPECTION REPORT D yo1.. Town of Queensbury Jq / Dept.of Community Development Date inspection request received: /0 q) Building& Code Enforcement ,`� 742 Bay RoadQueensbury,NY 12804 Arrive am/pm Depart 0- Opm lector's Initials � , ff Q rj NAME: ce... `)'— ' 1.. PE' ► # go 5 7O LOCATION: '33 iO , n'1'L i , DATE i TYPE OF STRUCTURE: < RECHECK N/A YES N• �; OMMENTS 'ootings/Piers Monolithic Pour Form Reinforcement in Place , \ :'b � The contractor is responsible for " ` .4 providing protection from freezing ;, for 48 hours following the placement . C (IL- - i? I -(4&c(( of the concrete. Materials for this purpose on site ' Foundation/Wallpour ,.' Reinforcement in Place. Foundation/Dampproofing Back611 Approval 'Y ' Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- / ' Foundation Walls Exterior R- Floors R- i Walls R- / Ceiling R- / Duct work or piping in / unheated spaces R- '/ Proper Vent, Attic Vent 1' Framing \ Jack Studs/Headers „' / Bracing/Bridging (I Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping 61)) TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 Bay Road Queensbury NY 12804 518-745-4447 SEPTIC DISPOSAL SYSTEM INSPECTION Name Location 33O2�11`�C� l_... Date la-- -- Permit # 9.7c`-5 ! g SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION _IELD: Total Length Length of e ch trench Depth of tre hes Size of stone SEEPAGE PITS: N - / Size - f . x ��f-f.• Stone size PIPING: Size Type Bldg.. to Tank - Tank to Dist. Box Dist. Box to Field/Pit Openings Sealed? Yes No Partial LOCATION/SEPARATIONS: Foundation to Tank feet Foundation to Absorption feet Separation of Pits _ feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: D- Cove r' - ())(- SYSTEM USE APPROYED: , YES NO Arrived: Departed: " Building Inspector- TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name Atx,'(&6 Location Date 10—b c8 Permit # `S 7 f SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length '1)6cC% Length of -ach trench , (70 ' Depth of tenches , Size of sto eiZwp�i, ' —0✓� SEEPAGE PIT': umbe Size - ft. x ft. Stone size PIPING: Type Bldg. to Tank yprSize Tank to Dist. Bo Dist. Box to Fi'•l d/P'-: Openings Seal -'? 101110 No Partia LOCATION/SEP. 'aTIO, Foundation 'o Tank feet Foundatio to Absorption feet Separation of Pits fe Conforms as per Plot Plan Yes LOCATION OF SYSTEM ON PROPERTY: (circle Front - - Left Side - Right Side Middle Front - i die Rear COMMENTS:t;i4e4-A,r� ,> MAT- 45 - v(Z( /u� 7i-1(__ 6 7-b (hi)&Q I7"L.L 8u j SYSTEM USE APPROVED: YES ''NO Arrived: Departed: NAW Building Inspector 11111V, 33(1) • TOWN OF QUEENSBURY . BUILDING & CODE ENFORCEMENT'..:: ' : 531 Bay,Road Queensbury NY 12804 : 518-745-4447 SEPTIC DISPOSAL SYSTEM INSPECTION Name I ) L32 Location g 0 SlS ,lekti Datet }J g' 3 Permit # '36 SOIL TYPE: Sand- oan Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length1 �cO_ Length of eacht ench,� (06 Depth of trenche Size of stone VA)F,t j J Jk-TZ)g SEEPAGE PITS: Number • - Size - /ft. x ft. Stone size PIPING: �SiTy e , • Bldg. to Tank! Tank to Dist/. Box Dist. Box to Field/Pit - . -4)T3 6 Openings Sealed? Yes o Partial LOCATION/SEPARATIONS: Foundation to Tank " feet Foundation to Absorption _ (oa feet Separation of Pits fee Conforms as per P1 of P1 an Yeslo� LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear Left Side - Right Side Middle Front iddj_ , ear COMMENTS: I 'ZT1� L j L�:jLU2•'�{ re-) (00 /4)5741,LCC ubtat( 4-5--80fL'T ✓��- J SYSTEM USE APPROVED: . YES NO Arrived: / 0 Departed: _6 • Building Inspector 1,71 /10 -tom TOWN OF QUEENSBURY - BUILDING b CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 A SEPTIC DISPOSAL SYSTEM INSPECTION Name Location 'e_ E_ 9'L Date J /' /hG Permit # '8`t-Ze SOIL TYPE: Sand_Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ' ABSORPTIr FIELD: Tota ength Length of each trenc► Depth of t enches Size of sto'e SEEPAGE PITS N ber- Size - _ ' x ft. Stone size PIPING: Size „TypeBldg. to Ta 1� �Si IkpA) Tank to ftis-tr.443 '" ti cr Dist. Box to Field/Pit Openings Sealed? Yes No Partial LOCATION/SEPARATIONS: Foundation to Tank /0 feet Foundation to Absorption _ feet Separation of Pits feet Conforms as per Plot P1 an Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS. Cik to (N - iP--r+ce / S 1-� -/ eV u P'(Jr Q. /A .&—- SYSTEM USE APPROVED: YES 0 Arrived: Departed: Building Inspector 1 GENERAL INSPECTION REPORT Town of Queensbury / Dept. of Community Development Date inspection request received: i )/ /4' Building& Code Enforcement 742 4 ay Road J/e'3 D Queensbury,NY 12804 Arrive am/pm Depart('V am/ Inspector's Initials NAME: � (.l C.� PERMIT# LOCATION: , - d-t �24 • DATE : /6 7 c TYPE OF STRUC RECHECK t(z N/A YE�NO COMMENTS tings/Piers Monolithic Pour Form Reinforcement in Plac J �R The contractor is •,:••nsi or providing tecti=,n from fr- r.1 g for 48 hours fors ,ng e placement of the concrete. Materials for this !urpose on site Foundation/Wall ur Reinforcement in Place Foundation/Dampproof ng Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping ,i()4 GENERAL INSPECTION REPORT T i i./(,. . Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road gY1Queensbury,NY 12804 Arrive am/pm Depart'G am/ m 3 //7 Insp:• ►r .i itials �� C Q NAME: (''' /\ \ ./ Q�\ ; Pr ' i # �,. y�� U LOCATION: �J =,f ' _.›al L E FATE : % TYPE OF STRUCTURE: _• RECHECK N/A YES NO CO I T. NTS Footings/Piers I Monolithic Pour Form , Reinforcement in Place , The contractor is responsible for providing protection from freezing for 48 hours following the placement /` of the concrete. i' Materials for this purpose on site ,, Foundation/Wallpour _ Reinforcement in Place _;/ Foundation/Damppr.. :.,g i / ALL, "( *4(G..)PTCLs Ba�kfi�,, ll Approval M l kc / Plumbing Under Slab / Plumbing Vent/Vents in Place / Rough Plumbing / , Heating Rough-In / \ Insulation / Foundation Walls Interior R- i' , Foundation Walls Exterior R- / _ \ ` Floors R- Walls R- ` _ Ceiling R- _ Duct work or piping in unheated spaces �,R- Proper Vent, Attic Vent/ , Framing Jack Studs/Headers \\ Bracing/Bridging _ Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier _ Fire Separation 1, 2, 3, hour _ Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 kr ay Road Queensbury,NY 12804 Arrive am/pm DepartV' •5'; /pm Inspector's Initials `.4" NAME: UAW'S PERMIT# LOCATION: A-- QL DATE : /® 8 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS F•.,4' gs/Piers •nolithic Pour Form e 7,j enforcement in Place# Teo c. FAT- t sC--e...s The contractor is responsible for providing protection from freezing for 48 hours following the a;ement of the • crete. Materials fo this purpose n si Foundatio• llpour Reinforcement ': Place Foundation/Damv•roo g Backfll Approval Plumbing Under Sla Plumbing Vent/Ve t is in Place Rough Plumbing Heating Rough-In. Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping • • • • _ mil: : _ • " m -.:.1..,:: -,y.J.'L J J.l_...uulivauu V. J . .zwLLuI' Lu � m ca - ' - I -EOTI6 to-LO-CZ }- 60-:OT-Li -- I I•, F. "00 90_-Li "—} LT-TO-Gi I Oi-90-ZT}. - - . Lt,@ O - U F. _Ei� �I: "�i1l .i N N N N N W' e� IL 0 ; I 5 i • 1 �— s a a a a a a . . LL1' . 9TH. \ a - _ ' t CC-LO-ZL � \\,(—) li \ • i P I I I \" / LU LO 92 �) f f• . sa i I I. . i I j N 1 I. ---.--------—7—r----1 -'-'-'-- ., _IF .r. _ - - y . T I,` X) ; zi 90 .0• _ t5 • .. .— -1114 600-00 LC 1 {T _ b EL _m a= - — s 'mcf't+ fir . - IN 'ti N . T N N- ' Q) - . • .--• ' } 00-90-LE • ( 60-L0-01 —I 40-60-LZ }}-- 40-EO-9Z '--7---I _ • cy May 11 99 O1 : 19p . 383-6599• , ,. p. 4 , .4 OS/11/99 TUE 11:59 FAX 5188851041 SARATOGA LUMBER TRADERS „:•'Z 001 4 l 4 iAY. -ll' 99(TUE) 11 : 11 RoBBINS ENGINEERING TEL:81397I6117 ''.;;,,i1;i1 {P. 001 t• i ::V14 a, , QIIAN TYPE SPAN P1-H1 OVERHANGS JOB .- .. � MARK • 4 M100 240900 10800 0 0 T99050695-CCLONY*KAYES"2ND DECK,:'5'8'' R10 3x6= 3x611 ',;:v ,# ° 0 HO I-08-00 52 s 1.0R-p0• �`¢ , 2.411 4%4 444 0X311 3x4 3x4 3x4 324 22411 3k4 3x6 3x6= 5x6= 7x00:.',1'6{{'11i1 BA S U v M x Y 6 AA DD KR CC 120 HE CG•',`3:1 Q.: 1,: 1 a 'a Ni 1-DO-00 r, " 'r I 83:Y I [ R 0 P O M L X. 3' H G axb 47c4 ea 3x4 27 4 fl asfl 3x6 3x4 3 x6 2x611 51e8 2x4 tl".-•, ZA411 axe- , • 5xe�,i'i it ® N N N N 47 co fOr..� ... N i li i� 'j' ,` m 00q H H E r r v 'A 0 0 01 , ,,,,,,4Vyk,I IC I 1 2-06-00 1 -. I -• 1 3.06-12 1 r, 1 2-06.12� •- I -T host° 1 0.1 -. n I I .'1i,J fi,:,11,0: Jil,J 1 BC 2-09-00 ' 3-06-12 2-96-12 1 .. m ' r i 2-D6-12 2-06-12 i 1-06- a •4.�;,TT..-4-,,, ` I: 0 r+ l2 0 n `. „l n o 0 . 0 o, i,a-1,1: r:Il O 71 q i �; i , Un1SCax -- Ver040n 40.0.105 NEMER CS: P(LSS) NEUST MC2RD NOTES: 1 " RUM DATE: 5-10-99 0-F 0.19 1433 I -59 0 1. TRUSSER MANUrACTU14LD..,BY - WEB6 SARATOGA LUMBER TRAACRS C-6 - 10 G G-3 • 10 C 7. ANALY5I8 co0IoRNS TC • 2-PLY TRUES • 0-A - L9 C C-S 1053 C BOCA (A93SI/TPI 1-1995)_ ------•-- ---•- S-R • B67 7 R-U a 051 C 3. PRSVSNT TRUSS ROTAS2oN'AT U-0 . 124 T 0-V 44 C ALL BEARING LOCATIONS. ' CST SIZE LUMBER F9 0-W - 637 C W-7 • - 592 T 4. PROVIDE 2X6 CONTINUOUS; TOP D.40 4X 2 5P-5S 3135 P-X - 015 C 0-X • 797 T 52130IJGQACy.S (ON EDGE) AT HTM 0.69 ax 2 SP-SS 3135 N-: - 290 C Y-M = 410 T EVERY /Q . FASTEN TD EACH 1.1119 D.91 4X 2 5PF8-BTU 690 :4-Z 0 271 C E-L - 56 T TRUSS W/ 9•106( RAILS: EXCHPTIGN6r L-M - 13 T L-8R - 74 C 5. SECURELY FASTEN PLYS TO F-D 2 4X Z SPFS-STU 698 813-K - 141 C K-CC o 110 T ACT AS A SIDLE UNIT: t LUM6ER STRESS 11000T.a.9e, 0.04 CC-J - 226 C .1-DD - 26/ C J-EE . 635 T I-EE - 2 1' LATERAL BRACI3aG: SS-34 1050 C A-FF - 247 C e.g.,,k , [_eY n, D . rY. TOP C%ORD - CONTINUOUS H-00 . 1407 7 G-GG - 1 T ��99 0104 CHORD - CON::IRJDUP OG-F = 1874 C P-D . 120 C '• TRUSS SPACING • 12.0 1N. DL-LL DE0L ■ 0.55" IR 'I-2I I LOADING LIVE DEAD (PSF) LL DBFL - 0.40" . 9RG-SPAY/360 , TOP CHD 80,0 20.0 SDAN/OEFL (DL.LL) • 539 BTY Ci07 Q.0 10,0 TOTAL. 90.0 30.0 110,0 PLATES ARE ?OR 2.2CR PLY EXCEPTIONS: , LI-DO 260,0 130,0 PLAT/NO CONFORMS TO TPI 'JSRIFY PLATE VAL,U5S UIS'H CONCENTRATED LOADS (LBS) R0RRLN5 ENGINEERING. HK 250 GRIP BASED ON SIP/SPY LUMBER • UDSNG 0R068 AREA SUSS" METH0D. 9UPDORT CRITERIA CROSS ARSA TEST METR06. ST REACT ;MDTH JY REACT WIDTH PLATBs - 20 GAUGE LOCK Las IN-5X LOS IN-sa GRIPPING 369-156 PSI ?SR PAIR • , C 1623 3- 8 F 2904 3- 0 1NCLUDL8 0.04, INCREASE ' TENSION 1308-'460 PLI PER PAIR i ' SHEAR 762. 498 PLI PER PALR. MEER FORCES - EACH PLY 1 4B ' MF�IBR C62 P(LBSI MOIST McI1D JT TYPE PLATE 0150 K Y TOP CRO24b6 A 4000 2.00 X 6.00 1.5 0.7 A-S 0.06 0 T 0 -247 B _ S-U 0.13 1247 C 247 -220 C 4010 4.00 X 6.00 3.0 1.5 ' U-V 0.22 2252 C 320 23 D 4000 5.00 X 6-00 CIA CTR v-v 0,22 7752 C -23 -19 F 4010 5.00 x 8.00 3.0 1.5 17-52 0-31 2981 C 79 0 6 1001 2.00 X 4.00 1.5 CTa . 52-x 0.32 2991 C 0 -320 H 1070 5.00 x 8.00 4.0 1.5 , • X-Y 0.32 3380 C 320 500 I 1001 2.00 X 4.40 1.5 CTIL Y-Z 0.33 1646 C -500 -441 J 3.070 3.00 X 6.00 CTR CTR • L-AA 0.37 7001 C 101 197 K 3010 3.00 X S,00 Gig CTR - AA-SB 0.57 3854 C -191 .007 L 1010 3.00 X 6.00 CTR G5R D8-RH 0.40 3513 C 401 662 M 1010 3.00 E 4.00 cm CTR B0-CC 9.40 3813 C -662 -566 30 1001 2.00 X 4.00 1.5 1.2 1 C0-DD 0.34 3543 C 566 109 0 1001 2.00 X 4.00 1.5 0.7 SD-EE .17 1170 C 0 -129 P 2010 7.00 X 4.00 CTR CTR. i' DO-9E .17 /770 C -305 -104 Q 1070 4.00 X 6.00 3.0 1.5 , EP-FF .12 1196 e 157 -104 A 1030 4.00 X 4.00 2.0 1.5 - -o f MEW iT 25-!F .12 1196 C 187 '-104 S 1010 4.0e X 4.00 2.o 1.5 ��, 0,,� FF_Eo 2 1196 C 104 -22S U 1010 4,00 X 4.40 2.0 1.5 F. L M A 1 PF-GG ,12 112E C 104 -226 V 1001 2.00 X 4.00 1.5 CTR A , • CC-0 .06 0 7 226 0 N 1010 3.00 X 4.5° CTR CTR '�. �J �,.-.; - GG-to .06 0 7 226 D H 1030 3.00 X 1,90 1.5 CIS. CHORDS Y 1050 3.00 R 4.00 2-5 CTR -, >N C-R .10 lol T 0 0 2 1010 3.06 x a,00 CTR CTR 11 iiir "ZA-0 .22 1783 T 0 -3o M 1001 2.00 X 4.00 1.5 CTR1Q-P .37 2665 T 30 226 B8 1010 3-0D X 4.00 CTR CPR. 9-0 _05 3300 T -226 -1015 CC 1010 3.00 A 4.00 CTR CTR • ,:�� v - 0-W .69 3360 T 1035 1.181 DD 1091 3.09 X 6.00 a.6 1.5 �:'��'- ' 07 $� 0-N .63 3180 T -1181 .140 EC 1070 5.00 5_d.00 3.0 3.0 ' ,., - 4p1 .. N-L .49 301.1 T 140 103 PF 1001 3.00 X 6.00 CTR CUL i� '" �' L-OS .49 3902 T -20) o GG 1070 7.00 X 8.00 4.0 3.0 '4oFE551�- Si-R .40 9902 T 0 -63 RH - k-J .46 1706 T 63 79 Sl 1100 3.00 x 0.00 CTR 0-2 J•1 .39 3106 T .77 67 52 1100 3.00 00 6.00 CTR 0.2 ' I-R .19 3106 T -87 0 - ill W-C .19 1433 '0 -8 59 •• MAY 1 11999 casement Windows ,_ +� �� E • , : Casement Window Sizes Casement Picture Window Sizes D. :9 :. 1'613I1fi' 1'-111116 3 2- 1/16' • 7-91/16 3.31/16 3'-31/16' 3-71/16'1'' : 3• ' 4- 1H6'.* 3 -51/16' • 631/16 • 2'-0• 2,6" 3'-0• '-0' 3'd• 4,0' '-0• •'-0' ' Any unit within each = Shaded area represents masonry combination can be openings for wood products only. operating or fixed.II NNE. ' > ■■E. III ■■■■I 15 314 20 1820 2020 - - .��� • . • = 3434 • I...,15 3/4 26 1826 2026 2626 _ QON •I 9 > •MIr- 3040 3440 4040 _ ■■I r°, I ■■■■ 153/428 1828 2028 2628 • EE■■, I 1 ' ■■■■, ' ;- _7 MIME, •;t. 3046 3446 4046 5046 6046 • 15 3/4 30 1830 2030 2630 3030 a": r■■■■. ••••• — — 4. *M•n, NUM. — ■■■, t'.. •��• �.... ENE - - ■■■i .... �.���, i .. ■��O •■■•M 15 3/4 34 1834 2034 2634 tt 3034t -, ' a_ 3050 3450 4050 5050 — I ■■■■ I i 1 -- Ella' — M■■■ — • ■■■■ "• I■■■■ . D 9 . 15 3/4 40 1840 2040 2640 t 3040 t 3056 I■■■■I 3456 4056 5056 6056 i 15 3/4 46 1846 2046 2646 t 3046 t 1 • 3060 3460 4060 5060 6060 t These units conform to UBC egress requirements in standard 6'10-1/2"header applications. — 1 tt These units conform to UBC egress requirements in standard 6'10-1/2"header applications 15 3/4 50 1850 2050 2650t 3050' only if egress hardware is used. — T Tempered Insulating Glass is standard. — — •• *A sash-limiting device is standard on 3050 casements. • ' ' Multiple Casement Combinations • 15 3/4 56 1856 2056 2656 t - _- 2-Wide 3-Wide 4-Wide 5-Wide — . .. y — Single .�. ``? ``? __ . _/- Unit _ •Frame T T Width Clad& Clad& Clad& Clad& 15 3/4 60 1860 2060 2660t Rough Wood Rough Wood Rough Wood Rough Wood Note Opening Frame Opening Frame Opening Frame Opening Frame Additional custom sizes are available.Contact your Width Width Width Width Width Width Width Width EAGLE representative for more information. 1'-5 3/4" 3'-0' 2'-11 1/2' 4'-5 3/4" 4'-5 1/4' 5'-11 1/2° 5'-11' 7'-5 1/4' 7'-4 3/4' Vent Layout as Viewed From Outside 1'-8' 3.-4 1/2" 3'-4' 5'-0 1/2' 5'-0" 6'-8 1/2" 6'-8" 8'-4 1/2' 8'-4' 0) << 2'-0' 4'-0 1/2' 4' 6'-0 1!2' 6'-0: 8'-0 1/2" 8'-0' 10'-0 1/2' 10'-0' ` 2.-6' 5'-0 1/2" 5'-0' 7'-6 1/2" 7'-6' 10'-0 1/2' 10'-0' 12,-6 1/2' 12'-6' `` 3'-0' 6'-0 1/2' 6'-0' 9'-0 1/2' 9-0 12-0 1/2' 12'-0' 15.-01/2' 15'-0' Left Fixed Right Clad Casement Formulas Hand Hand Wood Casement.Formulas'-:;., , ,:'`` (using Extruded Brickmold and Sill Nosing) ,•- . . „ Masonry Opening Width=Frame Width+3-3/4" .Masonry Opening.Width Frame Width+3-1/16". Scale 1/8"=1 0 Masonry Opening Height.=•,Frame Height+1'=13/16:' 113 Masonry Opening Height=Frame Height+2-5/8" �� Casement Window Opening Specifications ■ ■ • ■ ■ I IN Clad Casement Windows Clad Casement Picture Windows I. V II Egress Opg. Floor to Clear O Glass Size Lin.Ft. Floor to Glass Size Sq.Ft. pg Sq.Ft. Crack- Sill Sq.Ft. (Inches) Sill Clear (Inches) - Sq.Ft. Daylight (Inches) Vent Sash Height Unit Daylight Height Unit No. Opg. Width Height Vent Opg. Width Height Only (Inches) No. Opg. Width Height (Inches) 15 3/4 20 1.28 9 1/2 19 7/16 1.67 1.44 12 3/4 19. 6.46 : 60 11/16 3030 6.20 31 31 _ 47 15/16 1 I 15 3/4 26 1.68 9 1/2 25 7/16 2.19 1.93 12 3/4 25 7.46 54 11/16 3034 7.03 31 35 43 15/16 r 15 3/4 28 1.81 9 1/2 27 7/16 2.36 2.09 12 3/4 2T• 7.79 --52 11/16 3040' 8.69., ,r 31 43:- 35 15/16.- _ '11 15 3/4 30 2.07 9 1/2 31 7/16 2.70 2.41 12 3/4 31 8.46 48 11/16 3046 9.93 31 49 29 15/16 I - '15 3/4 34 2.34 9 1/2 .--35 7/16 3.05 ',2.73 12 3/4 - 35 y 9.13 _ 44 11/16 3050` -="11.16 31 55 23 15/16 15 3/4 40 2.87 9 1/2 43 7/16 3.73 3.38 12 3/4 43 10.46 36 11/16 3056 12.42 31 61 17 15/16 .15 3/4 46 3.26 '9 1/2 ' 49 7/10 '4.25. 3.86 12 3/4 • 49, 11.46 - 30 11/16 '.3060 13.67',' '- 31 ..'67., 11 15/16 � I I 1 15 3/4 50 3.66 9 1/2 55 7/16 4.76 4.35 12 3/4 55 12.46 24 11/16 3430 7.03 35 31 4715/16 �1 •I ,15 3/4 56 4:05 9-1/2 ;61.7/16• :.5.28 4.83 12 3/4 • 61:: •'13.46 8.11/16 .-3434: -:.7:97':`- 35 •.. 35 4815/16 .�I 15 3/4 60 4.45 9 1/2 67 7/16 5.80 5.32 12 3/4 67 14.46 12 11/16 3440 9.85 35 43 35 15/16 1820.. '1:59 1:1;.3/4.'-10 7/16'' 1.97 :1.72 15 19.:' 6.83 ,,.4 60 11/16 3446,' '. 11.26';.` 35 :' 49-' '29 15/16; 1 1826 2.08 11 3/4 25 7/16 2.58 2.30 15 25 7.83 54 11/16 3450 12.67 35 55 23 15/16 1 1628 ..2.24 11 3/4.-`277/16. 2.79 2:49 15• •_ 7 2 ' 8.17 .•5211/16 3456.1 -''14.09 ,1 35 61.-, 17 15/16' 1830 2.57 11 3/4 31 7/16 3.19 2.88 15 31 8.83 4811/16 3460 15.50 35 67 11 15/16 - 1834 - '.2:89. '11 3/4- :'357/16. '3.60. :3.26 15 35,c, 9.50 4411/16' 4030- 8.69,.'' 43 itr31` 4715/16 1 1 1840 3.54 11 3/4 43 7/16 4.41 4.03 15 43 .10.83 36 11/16 4034 9.85 43 35 43 15/16 .1846 '.' - 4.63. 1:1.3/4 '49:7/,16; :5.02-. '4:61 15 •49'°.'. : 11.83.: :30 11/16 4040-"-st 12.18'-. 43 • ',.-43:: 3515/16 i� 4046 13.92 43 49 2915/16 1850 4.52 11 3/4 55 7/16 5.63 5.19 15 55 12.83 24 11/16 it4 •1856-•.'. 'S:01 - 11,3/4' -61 7/16 ''. .24. .5.77 15 :-fit,. .13.83:.. 18 11/16 4050. s 15.67._; 43 55 23 15/16 t 1860 5.50 11 3/4 67 7/16 6.85 6.35 15 67 14.83 12 11/16 4056 17.41 43 61 17 15/16 r ,, 2020. 2:13 15'3/4 ''197/10 ' 2.51 '2:22 19 '::19', 7.50.' •6011/16 4060;.=.:,19.16; 'F, . 43 i '67 11 15/16. h 5030 11.18 55 31 4715/16 2026 2.78 15 3/4 25 7/16 3.29 2.96 19 25 8.50 54 11/16 .. 2028 3.00 15 3/4' 27 7/16 ' 3.55 321 19 . 27 8.83 • 52 11/16 5034=, 12.67':' S5 35'- 43 15/16 2030 3.44 15 3/4 31 7/16 '4.07 3.71 19 31 9.50 48 11/16 5040 15.67 55 43 35 15/16 i ' 2034' '388 15'3/4 • 35.7/16., 4.58 4.20 19 35.1: 10.17 : 44 11/16 5046- _.17.91.. 55 49 2915/16 2040 4.75 15 3/4 43 7/16 5.62 5.20 19 43 11.50 36 11/16 • 5050 20.16 _ 55 55 23 15/16 '! 2046 5.41 15 3/4 .49 7/16 •6.39 .5.94 19 49' 12.50 30 11/16 5056 22.40 55 61 17 15/16 2050 6.06 15 3/4 55 7/16 '7.17 6.69 19 55 13.50 24 11/16 5060 24.65 55 67 1115/16 1 1 2056 6.72 15 3/4 -61 7/16 '7.95 .7.43 19 61 14.50 .18 11/16 6030 .13.67 67 31 47 15/16 i' 6034 15.50 67 35 43 15/16 I 2060 7.38 15 3/4 67 7/16 8.72 8.18 19 67 15.50 12 11/16 .( • 2626 3.84 21 3/4 .25 7/1.6•-, • 4.35 3.96 25 . 25' 9.50 ', 54 11/16 6040_ ...19:16--• 67 43 35 15/16 f� 6046 21.90 67 49 2915/16 ;,� 2630 4.75 21 3/4 31 7/16 5.38 4.95 25 31 10.50 4811/16 2634 5.35 21 3/4'. 357/16-. 6.06 5.62 25 35_ 11.17`. 44 11/16 6050'`' 24.65 67 55 2315/16 1 2640 6.56 21 3/4 43 7/16 7.43 6.94 25 43 12.50 36 11/16 6056 27.39 67 61 17 15/16 . 2646 7.47 21 3/4 .49 7/.16'• •6.45 ',-7194 25 49 13.50- . 30 11/16 6060 ','30.14 67 67 11 15/16 2650 8.37 21 3/4 55 7/16 • 9.48 •8.93 25 55 14.50 24 11/16 I. 2656 9.28 213/4 ,617/16- 10.51 .'9.93 25 61 15.50 - 1811/16 2660 10.19 21 3/4 67 7/16 •11.53 10.92 25 67 16.50 12 11/16 3030 6.06 27 3/4 31 7/16, .' 6.69 '6.20 31 31 11.50 48 11/16 t' 3034 6.83 27 3/4 35 7/16 7.54 7.03 31 35 12.17 44 11/16 - 3040 8.37 27 3/4 43 7/16 9.24 8.69 31 43 13.50 36 11/16 13046 9.53 27 3/4 49 7/16 .10.51 9.93 31 49 14.50 30 11/16 • 3050. 10.68 27 3/4 55 7/16 11.79 '11.18 31 55 15.50 24 11/16 I I' •i It Note Floor to sill height is based on structural header heights of 6' 10-1/2"and is calculated from the H top of the subfloor to the top of the inside sill stop. 11 If egress hardware is used,an additional 2-3/64"can be added to the clear opening width. El 1! i 2O• �l Q LAKE �V GEORGE n \1 \ � \ EXISTING 7IRON PIPE WOOD 0.3't NORTHERLY 135.94 Z.,'= WESTERLY O" �—REMAINS OF N 55• 14 O BRICK FIREPLACE 2 , STORY WOOD FRAME HIGH WATER MARK RESIDENCE EDGE OF WATER EXI NG AS OF 8-19-9E !R PIPE R TOWN OFFICIALS �-- APPARENT ENCRAOCHMENT EXISTING / OF WOOD FENCE STONEE M 1 0.5'i WESTERLY ] 9 APPARENT ENCRAOCHMENT DW(T") ^ OF WOOD SHED LANDS N/F OF 04't MAP& FIELD 1MLLIAM F. SULLIVAN & off / (\/ WOOD MARGARET SULLIVAN LANDS N/F OF PaFENCE \ \, SHE,,'t MAP a FIELD Deed 490/203 January 6, 1968 F. MICHLER BISHOP, Jr. & ro �J / � OMETA METAL MA GARET BISHOP MAYNARD COVER TO HOLDING TANK \\ \ s`S A 14:yam. SP T y . APPARENTENCRAOCHMENT A ENT Deed 756/85 May 17, 1989 0EnC COVER OF ASPHALT DRIVE wDG.ON S,1 QP��2 + `� 2 STORY WOOD FRAME \ \ \ \ RESIDENCE +o.o" ,y."O, j� _ _ � NOTES: A. THIS MAP HAS BEEN PREPARED FROM AN ACCURATE FIELD SURVEY. CENTERLINE 3•-4' WIDE STREAM ADS „� j \ \\ RON Pt NORTHERLY \ REFERENCE INFORMATION USED IN CONNECTION WITH THE \ EXISTING PREPARATION OF THIS SURVEY CONSISTS OF THE FOLLOWING: WELL 0 \ ROOF aH (rYv.) j LEACH FIELD AREA > ( SLOG aH. `\\ \ 41% i. MAP ENTITLED 'MAP OF LANDS OF FRANK JOHN t JESSIE C. I '\4" PERF\� t>•j LOCKHART SITUATE IN GREAT LOT 7 OF THE FRENCH MOUNTAIN i FLEX PIPE �� �g. CON(:. BLOCK RETAINING /� TRACT". DATED MARCH 12, 1998, AS PREPARED BY COULTER AI + \fps WALLS (TYP.) \ / \ ��. MCCOR11ACK, LLS. 2. DEED FROM ELIZABETH C. LOCKHART AND FRANK JOHN LOCKHART �/ \ TO FRANK JOHN LOCKHART AND JESSIE C. LOCKHART, DATED �O GRAVEL OCTOBER 18, 1955, AS FILED IN THE WARREN COUNTY CLERK'S OFFICE IN USER 347 PAGE 474. B. NO ATTEMPT HAS BEEN MADE TO SHOW THE SIZE OR LOCATION OF ANY UNDERGROUND UTILITIES, WWHKI MAY EAST WITHIN OR WOOC FRAME ADJACENT TO THE SURVEYED PREMISES. PRIOR TO THE GARAGE UTILIZATION OF THE INFORMATION SHOMM HEREON, U.F.P.O., Rya SHOULD BE NOTIFIED, (1-800-962-7962) FOR THE VERIFICATION OF THE EASTENCE OF ANY AND ALL SUCH UTILITIES. APPARENT ENCRAOCHMENT C. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY MAP OF ASPHALT DRIVE IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. AREA—2.5 3 f ACRES / D. THIS SURVEY MAP HAS BEEN PREPARED WITHOUT BENEFIT OF AN — ABSTRACT OF TITLE. AAR�ggBg�Q�c�.� E. USE OF THIS SURVEY MAP BY THE PERSONS FOR WHOM IT HAS BEEN 01`1TJC v nTESN STREAM -- / o PREPARED AND/OR HIS OR HER REPRESENTATIVES CONSTITUTES .e't NORTHERLY ACCEPTANCE THEREOF. III / 0.3't WESTERLY EXISTING EXISTING ' IRON PIP METAL GUARDRAIL roc CONC. MON. ,iT7 �E R�.IE �4RQvgk s MEETPAL COVER j �►�y o / / 1t�k pQ p ? i \` V�•�+ 00'\ GAS REGULATORO s r gr3�3OOr /S '"'a3200 W S" AM 243.00 NM „6/1 I MILE MARKER arw 9o, NM 114 OFIW GUARDRAIL L HEADWALLAL w 1140 _ NYT DB q+. a4w NYT 91 DHW °Nw oNW CONIC. OHW OHW OHW �,« HEADWAu NYP ,t4 NOTES: NYT 89 NM 115 1. PROPERTY LINE INFORMATION SHOWN HEREON IS FROM REF. NO. N'R 90 1. NO ATTEMPT HAS BEEN MADE TO SUBSTANTIATE THIS INFORMATION. 2. PROPOSED SEPTIC SYSTEM LOCATION ADDED AS DESIGNED BY GARY VAN ALSTYNE, P.E. i 1 1 j ( I RECEIVED MAY 10Mg I 4 TOWN OF QUEENSBURY BUILDING AND CODE MAP OF A 2. 53± ACRE PARCEL PREPARED FOR RO BERT HAYES TOWN OF QUEENSBURY COUNTY : WARREN NEW YORK SCALE 1"=40' DATE: AUGUST 18, 1998 • •�S�®•IAN •• AA ��� J,Q �► N�F F�0; 5-5-99 REVISIONS PER ROBERT HAYES D.A.F. A D AVI D A. FLAND E RS ASSOCIATES 5-3-99 FINAL SURVEY D.A.F. D PROFESSIONAL LAND SURVEYORS - SITE CONSULTANTS • d..� ♦ 9-11-98 PROPOSED SEPTIC SYSTEM LOCATION ADDED ; D.A.F. 41 1769 ROUTE 9 CUFTON PARK, NEW YORK • 9-1-98 PROPOSED HOUSE LOCATION REVISED D.A.F. 49134 �`�� 8-18-98 PREPARED FOR R08ER7 HAYES D.A.F. DRAWN BY S.A.F. MAP N0. •.'�lF �o . LIC. NO. 49,134 98-92—L OF HEM • DATE RECORD OF WORK APPR. CHECKED BY D.A.F. •• • i